Strip foundation on geogrid-reinforced clay slope

被引：0
|
作者：
Das, BM
Omar, MT
Singh, G
机构：
来源：
GEOSYNTHETICS: APPLICATIONS, DESIGN AND CONSTRUCTION | 1996年
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D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Results for the ultimate bearing capacity of a surface strip foundation on a saturated clay slope reinforced with layers of geogrid are presented. Only one type of biaxial geogrid was used for the tests. The location of the top geogrid layer, center-to-center spacing of the geogrid layer, and depth of geogrid reinforcement were varied. Based on the model test results a preliminary outline for estimating the ultimate bearing capacity is presented.
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页码：419 / 426
页数：8
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